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首页> 外文期刊>Journal of structural geology >The effect of non-passive clast behaviour in the estimation of finite strain in sedimentary rocks
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The effect of non-passive clast behaviour in the estimation of finite strain in sedimentary rocks

机译:非被动劈裂行为对沉积岩有限应变估计的影响

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摘要

Existing methodologies that use ellipsoidal objects for the analysis of geological strain typically assume that these objects acted passively during deformation. This assumption, when not valid, can lead to significant underestimates of strain in rocks deformed under low-grade conditions in orogenic forelands. This is especially true when clastic sedimentary rocks are utilized to measure strain; the competency contrast between clasts and matrix possibly leading to marked 'non-passive' behaviour. The systematic nature of this finite strain underestimation may allow for a correction of strain estimates when this type of behaviour is evident.
机译:使用椭圆形物体进行地质应变分析的现有方法通常假定这些物体在变形过程中被动地起作用。该假设无效时,可能导致低估造山带前陆低品位条件下变形的岩石中的应变。当利用碎屑沉积岩来测量应变时尤其如此。碎片和矩阵之间的能力对比可能导致明显的“非被动”行为。当这种类型的行为很明显时,这种有限应变低估的系统性质可能允许对应变估计进行校正。

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